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Atlantic team Spring presentation 7th may 2010 Rith Engineer Frank Engineer Martin Engineer Lauren Construction Manager Lena Construction Manager Astrid Architect Architecture Engineering Construction management

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Atlantic teamSpring presentation 7th may 2010

Rith

Engineer

Frank

Engineer

Martin

Engineer

Lauren

Construction

Manager

Lena

Construction

Manager

Astrid

Architect

Architecture Engineering Construction management

Atlantic team Spring presentation 7th may 2010

A E MEP C

Architecture

Engineering

MEP

Construction

Integrated Project Delivery

Location

Atlantic team Spring presentation 7th may 2010

A E MEP C

University of Wisconsin, Madison, USA

Climate

Atlantic team Spring presentation 7th may 2010

A E MEP C

Context

Atlantic team Spring presentation 7th may 2010

A E MEP C

Site is in the middle of:

Rigid building gridWoodLake

Building is a drop in between

Decision matrix

Atlantic team Spring presentation 7th may 2010

A E MEP C

The Link (Concrete) The Link (Steel)Corn Silos (Concrete)

Water Rings (Steel)

Flexibilty 2 2 4 4Simplicity of Structural

Design1 1 4 4

Aesthetics 2 2 3 3Sustainability 2 2 4 3

Site Disturbance 1 1 4 2Costs 2 1 4 3

Symmetry 2 2 4 1Length of Schedule 1 4 3 3

IPD 3 3 2 2Feeling 2 1 3 3

Owners Preference 2 2 3 4

TOTAL 20 21 38 32

A E

Concept

Atlantic team Spring presentation 7th may 2010

A E MEP C

A drop in water

Water Science and Engineering lab

Grand viewtowards lake

Access tower

Slanted facadesIncrease SqFt

AtriumVentilation and light

Site plan

Atlantic team Spring presentation 7th may 2010

A E MEP C

Floor plan basement

Atlantic team Spring presentation 7th may 2010

A E MEP C

Storage 500/530SqFt

Auditorium 2000/1870SqFt

N

10

0 ft

100 ft

Economic efficiency

A MEP

Floor plan first floor

Atlantic team Spring presentation 7th may 2010

A E MEP C

Auditorioum

2000/1870SqFt

MEP 0/60SqFt

Restrooms 0/150SqFt

Large classroom

800/600SqFt

Student offices

1200/1300SqFt (300

shared space)

Server room

800/160SqFt

Technical support

100/80SqFt

N

10

0 ft

100 ft

Sustainable reuse

C A

Floorplan second floor

Atlantic team Spring presentation 7th may 2010

A E MEP C

N MEP 0/70SqFt

Restrooms 0/160SqFt

Instructional lab

2000/1400SqFt

Student offices

1200/1300SqFt (300 shared

space)

Small classroom

2000/1700SqFt

Seminar rooms 200/150SqFt

10

0 ft

100 ft

Economic efficiencySustainable performance

Floor plan third floor

Atlantic team

A E MEP C

MEP 0/75SqFt

Restrooms 0/210SqFt

Faculty offices

3600/3000SqFt

Head chair office

300/350SqFt

Senior adm. Offices

300/150SqFt

Adm. Assistants 75/70SqFt

Faculty lounge

1000/2300SqFt

NN

10

0 ft

100 ft

Spring presentation 7th may 2010

Efficient use of spaceSustainable performance

E A

Section AA

Atlantic team Spring presentation 7th may 2010

A E MEP C

44’ 0”

37’ 6”

23’ 11”

11’ 10”

0’ 5”

-9’ 9”

30’

Foster nearby environment

Section BB

Atlantic team Spring presentation 7th may 2010

A E MEP C

44’ 0”

37’ 6”

23’ 11”

11’ 10”

0’ 5”

-9’ 9”

-5’ 6”

30’

Economic efficiencyMEP A

Elevation South

Atlantic team Spring presentation 7th may 2010

A E MEP C

Sustainable interaction

Elevation West

Atlantic team Spring presentation 7th may 2010

A E MEP C

Economic efficiency

Elevation North

Atlantic team Spring presentation 7th may 2010

A E MEP C

Economic efficiencySustainable performance

C A

Elevation East

Atlantic team Spring presentation 7th may 2010

A E MEP C

summer

Winter

Sustainable performance

Materials

Atlantic team Spring presentation 7th may 2010

A E MEP C

Concrete with wave pattern

Green wall with local plants

Auditorium

Atlantic team Spring presentation 7th may 2010

A E MEP C

Staircase tower

Atlantic team Spring presentation 7th may 2010

A E MEP C

Classroom

Atlantic team Spring presentation 7th may 2010

A E MEP C

Engineering

Atlantic team Spring presentation 7th may 2010

A E MEP C

Architecture

Engineering

MEP

Construction

Integrated Project Delivery

E Loads per ASCE 7-05

Atlantic team Spring presentation 7th may 2010

A CMEP

Dead Loads

Composite Slab 45 psf

roof 15 psf

MEP, ceiling, cladding 30 psf

façade elements 55 psf

Live Load

100 psf

Snow Load

20 psf

Wind Load

26 psf

Earth pressure

Water Table & Height Requirement

Atlantic team Spring presentation 7th may 2010

A E MEP C

30’

Raft foundation 2‘

Water Table

Trusses for radial Beams• Construction Issues (MEP)• Cost of custom-built trusses

154’

44’

Trusses for radial Beams• Increased clear height• Improved energy efficiency

154’

44’

• Slanted Exterior Columns• No Cantilevers

154’

44’

E Evolution of Gravity System

Atlantic team Spring presentation 7th may 2010

A CMEP

Effective use of resources

Create mix uses

Overall performanceEconomic Efficiency

MEP E

CM E

Variable Radial Beam Size• Save 1’ height per floor• Less costly than trusses

Remove 4 inner columns

• Increase aesthetic value

• Improve circulation

A E

Increase flexibility

• Concrete Shear Wall• Moment Frames: Inner Ring Beams

E Evolution of Lateral Resisting System

Atlantic team Spring presentation 7th may 2010

A MEP

Winter Presentation• Braced Frame System

39‘-3“

33‘-0“

37‘-0“

22‘-0“

Fishbowl• Concrete Shear Wall• Braced Frame System

• Concrete Shear Wall• Moment Frames: Inner Ring Beams & Outer Ring Beams

A EA ECM E

Create Mix Uses

C

E Structural system - Details

Atlantic team Spring presentation 7th may 2010

A CMEP

Composite Columns

HSS 14x0.625

Inner ring beams

HSS16x12x5/8

12”x12” Concrete

E Structural system - Ground Floor

Atlantic team Spring presentation 7th may 2010

A CMEP

Composite columns

HSS14x0.625

Radial beams

W24x55/ W12x58

Inner ring

HSS16x12x5/8

12”x12” Concrete

Outer ring

W14x26

Filler beams

W12x26/ W16x36

Shear walls

8”

E Structural system - 2nd floor

Atlantic team Spring presentation 7th may 2010

A CMEP

Composite columns

HSS14x0.625

Radial beams

W24x55 / W12x58

Inner ring

HSS16x12x5/8

12”x12” Concrete

Outer ring

W14x26

Filler beams

W12x26/ W16x36

Shear walls

8”

E Structural system - 3rd floor

Atlantic team Spring presentation 7th may 2010

A CMEP

Composite columns

HSS14x0.625

Radial beams

W24x55 / W12x58

Inner ring

HSS16x12x5/8

12”x12” Concrete

Outer ring

W14x26

Filler beams

W12x26/ W16x36

Shear walls

8”

Maximum deflection for the radial beams: L/240 ≈ 2.1”

Maximum deflection for the columns: 0.02h ≈ 12”

E Deflection under full load

Atlantic team Spring presentation 7th may 2010

A CMEP

E Deflection under full load

Atlantic team Spring presentation 7th may 2010

A CMEP

E Deflection under full load

Atlantic team Spring presentation 7th may 2010

A CMEP

Maximum deflection of 2.3” > 2.1”

1.5“ cambering

Economic EfficiencyEffective use of resources

Typical connection points

Atlantic team Spring presentation 7th may 2010

A CMEPE

E Reduced radial beams

Atlantic team Spring presentation 7th may 2010

A CMEP

Composite columnHSS14x0.625

Radial beamW24x55

Small radial beamW 12x58

beam reduction for MEP

Stiffener

Economic EfficiencyEffective use of space

Atlantic team Spring presentation 7th may 2010

Architecture

Engineering

MEP

Construction

Integrated Project Delivery

A CEMEP

Spring presentation 7th may 2010

Control Variable Air Volume System (VAV):

• Controllable room temperature.

• Energy efficient: could be turned off in any room, when not

in used.

Heating and Cooling Facility:

• West Campus Cogeneration Facility.

• University Central Heating and Cooling System.

VAV Box

MEP SystemA CEMEP

Atlantic team

Spring presentation 7th may 2010

First Floor

Duct Distribution Tree

Atlantic team

A CEMEP

Spring presentation 7th may 2010

Second Floor

Duct Distribution Tree

Third Floor

Atlantic team

A CEMEP

Spring presentation 7th may 2010

• Total Cooling Air Flow: 19,000 CFM

• Largest Ducts:

- 1.5’ x 1.5’ (First Floor)

- 19” Diameter (Second and Third Floor)

Space Study/Duct Size

Zone Study

A CEMEP

Atlantic team

Spring presentation 7th may 2010

Cross Section of the buildingA CEMEP

Atlantic team

1.5’

1’

2.5’

9.5’

Spring presentation 7th may 2010

eQuest Model

Wall/Window Recommendation:

• Heavy Concrete 6” (2%)

• U21 3 Piece Glass with Argon(22%)

eQuest Building Model

A CEMEP

Atlantic team

Spring presentation 7th may 2010

Architecture

Engineering

MEP

Construction

Integrated Project Delivery

A E MEP C

Atlantic team

Site Logistics Plan

Spring presentation 7th may 2010

Forest

Parking lot

Lake

Library

The only access

A E MEP C

Atlantic team

Site Logistics Plan

Spring presentation 7th may 2010

A E MEP C

Atlantic team

Construction Method Optimization

Spring presentation 7th may 2010

A E MEP C

Just-in-Time Delivery

Optimized scheduling of material delivery

Reduced on-site storage space

90x40 ft

200x50 ft

Reduced Site Disturbance and Material Waste

Atlantic team

Construction Method Optimization

Spring presentation 7th may 2010

A E MEP C

Mobile vs. Tower Crane

Small site forces use of tower crane

Library

Reduced Site

Disturbance

Atlantic team

The ste

Spring presentation 7th may 2010

Material transportaton route

Ready –mix concrete

Steel

Steel 8 miles 17 min

Ready Mix Concrete 7 miles 17 min

Precast Concrete 62 miles 1 h 13 min

Doors 81 miles 1 h 34 min

Windows 89 miles 1 h 43 min

The site

Minimal Transportation

A E MEP C

Atlantic team

Construction Method Optimization

Spring presentation 7th may 2010

Prefabricated Wall Panels

Double layered wall construction with insulation

Reduced on-site construction time

Reduced site congestion

Local Precast Manufacturer

strongly recommended against

pre-installing the windows in

the panels – too difficult to

safely transport

Improved Insulation

A E MEP C

Atlantic team

ORIGINAL BIM INTEGRATION PLAN

Spring presentation 7th may 2010

ORIGINAL

Navisworks

REVIT

Vico Control

Excel

C

N

Tocoman

iLink

ExpressE

Primavera Database

Black circles represent export files

A E MEP C

Atlantic team

Tocoman

BIM Integration Plan Modification

Spring presentation 7th may 2010

Black circles represent export files

MODIFICATION

Navisworks

REVIT

Vico Control

Excel

C

N

iLink

ExpressE

Primavera Database

A E MEP C

Atlantic team

Final BIM Integration Plan

Spring presentation 7th may 2010

Navisworks

REVIT

Vico Control

Excel

N

iLink

Microsoft Project

FINAL

Manual Input

A E MEP C

Atlantic team

Cost Estimate Summary

Spring presentation 7th may 2010

TOTAL COST: $7.3 Million

High Cost Items:

* Structural System - $430,000 * Precast Wall Panels -$270,000

* Curtainwall - $360,000 * Windows - $141,000

$630.000

$1.600.000

$300.000

$2.400.000

$390.000

$900.000

$1.100.000Uniformat Cost Breakdown

SUBSTRUCTURE

SHELL

INTERIORS

SERVICES

SPECIAL CONSTRUCTION

SITEWORK

GENERAL CONDITIONS

A E MEP C

Atlantic team

Schedule Summary

Spring presentation 7th may 2010

Steel Erection:

Finished: Week 11

(07/14/15)

Weather Tight:

Finished: Week 21

(10/22/15)

Foundation:

Finished: Week 7

(06/22/15)

Project Start Date: 05/01/15

Total Duration: 10.5 months

(05/01/15 to 03/11/16)

A E MEP C

Atlantic team

Spring presentation 7th may 2010

Architecture

Engineering

MEP

Construction

Integrated Project Delivery

A E MEP C

Atlantic team

Spring presentation 7th may 2010

Integrated Project Delivery

Zero Email Policy (Minor exception = Renate and owners)

Communication: Google Wave (Discussion), Dropbox (file sharing), Wiki (Information/Decisions)

Weekly Group Meetings: GoToMeeting (Skype as backup), Recall

Rotating Schedule for the Facilitator and Recorder

Regular Meetings with Owners

Weekly ‘Visible’ Meetings: to be available for online interaction, discussions and questions

Individual Team Member Waves: to provide daily updates on progress and notification of files added to Dropbox or wiki

Web 3.0: Teleplace – Model Clash Detection

Team Communications

Clear, Well-Documented Communication Process

A E MEP C

Atlantic team

Spring presentation 7th may 2010

INTEGRATED PROJECT DELIVERYIntegrated Project Delivery (IPD) is a project delivery

approach that integrates people, systems, business

structures and practices into a process that

collaboratively harnesses the talents and

insights of all participants to reduce waste and

optimize efficiency through all phases of

design, fabrication and construction.

- AIA California Council ‘07

OUR APPROACH

Track Progress

Transparency of Task Completion

Successful Completion of Project Requirements

Optimized Colloborative Scheduling

Integrated Project Delivery

Maximum Team Efficiency

A E MEP C

Atlantic team

Spring presentation 7th may 2010

WINTER QUARTER Vico Control Experiment

PERSON BASED

SCHEDULING

Architect

Engineers

Construction Managers

Circular Flow of Activities Continuous Process

Winter Quarter ReviewA E MEP C

Atlantic team

Spring presentation 7th may 2010

SPRING QUARTER

1. EXCEL Checklist

Transparency of tasks

Inadequately shows team interactions

Our IPD JourneyA E MEP C

Atlantic team

Spring presentation 7th may 2010

SPRING QUARTER

2. Re-Tried Vico Control

Time Consuming to Create

Unable to Visualize Detailed Interaction Between

Tasks and Individuals

Difficult to Read with Large Number of Tasks

Does NOT Track As-Built Tasks Easily

Our IPD JournayA E MEP C

Atlantic team

Spring presentation 7th may 2010

SPRING QUARTER

3. EXCEL Chart

Transparency of tasks

Inadequately shows team interactions

Hatched Coloring for Completed Tasks

Color Outlines to Show `For Whom`

Shows Parallel Tasks

Still Inadequately Displays Team Interaction

Does NOT Capture Sequential or Reciprocal Tasks

Our IPD JourneyA E MEP C

Atlantic team

A E MEP C

Spring presentation 7th may 2010

SPRING QUARTER

4. VISIO Flow Chart

Thick Border for Completed Tasks

Diamond for Intermediary,

Discipline Specific Milestone

Red Lines

For Potential

Reciprocal

Tasks

Our IPD Journey

Atlantic team

Spring presentation 7th may 2010

SPRING QUARTER

CHOSEN PATH:

Visio Flow Chart in conjunction

with Excel Checklist

Updated Regularly

Tracked Progress

Our IPD Journey

0,0 hours5,0 hours

10,0 hours15,0 hours20,0 hours25,0 hours30,0 hours35,0 hours40,0 hours45,0 hours50,0 hoursArchitecture Hours Estimated Hours to Complete

Actual Hours to Complete

0,0 hours

20,0 hours

40,0 hours

60,0 hours

80,0 hours

100,0 hours

120,0 hours

140,0 hours

160,0 hoursArchitecture Hours Estimated Hours to Complete

Actual Hours to Complete

A E MEP C

Atlantic team

Spring presentation 7th may 2010

SPRING QUARTER

Trends Discovered:

1. Many tasks scheduled as sequential were forced to

become parallel due to the fast-track nature of the project

and increased interaction among disciplines

2. Between April 6th and 11th, tasks took A LOT longer than

expected

3. Visual representation of progress interaction is limited to

larger, broader tasks to avoid clutter

Our JourneyA E MEP C

Atlantic team

Spring presentation 7th may 2010

SPRING QUARTER

IPD Lessons Learned:

Establishing an extensive TO-DO list at the beginning

helps to reinforce and clarify project requirements

Nothing goes as originally planned – instead, it is

important to always know what still needs to be finished

and to constantly replan...and then replan again

Planning estimated finish dates should incorporate

many iterations of design

Our IPD JourneyA E MEP C

Atlantic team

IMPROVEMENTS FROM

WINTER QUARTER

• Level of communication

• Greater bonding

• Communicated in shorter intervals

• Greater interaction with mentors

Improved from winter quarter

Spring presentation 7th may 2010

A E MEP C

Atlantic team

LESSONS LEARNED

• Just-in-time sequencing of tasks.

• Direct communication makes everything

clearer.

• Be more understanding and open-minded

to new ideas.

• Communicating across disciplines with a

common language.

Lessons Learned

Spring presentation 7th may 2010

A E MEP C

Atlantic team

Thanks to everyone who has supported us during this journey

Atlantic team Spring presentation 7th may 2010

E MEP C

Tak!Tack!

Vielen

Dank!

Ar kun!Terima Kasih!

Thank you!

A